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HomeMy WebLinkAbout20200253 Ver 1_More Info Received_20200408Strickland, Bev From: Lauren Norris -Heflin <Lauren.Norris-Heflin@timmons.com> Sent: Wednesday, April 8, 2020 2:10 PM To: David.E.Bailey2@usace.army.mil; Homewood, Sue Subject: [External] RE: Request for Additional Information -Magnolia Walk, 1520 New Bethel Church Rd., Garner, Wake County; SAW-2019-00524 Attachments: 41300_Magnolia Walk - CULVERT CROSSINGS.pdf Follow Up Flag: Flag Status: Flag for follow up Flagged External email. Do not click links or open attachments unless you verify. Send all suspicious email as an attachment to report.spam@nc.gov Dave and Sue, Please find attached profile view details of the proposed permanent wetland and stream crossings for the Magnolia Walk site (SAW-2019-00524/DWR ID 20200253). Culvert 1 is the proposed road crossing associated with Impact #4 on our Impact Maps. Culvert 2 is the proposed greenway trail crossing associated with Impact #1 on our Impact Maps. We're still working on the additional information you requested Sue, but we should have it completed and sent to both of you within the 30-day additional information period (by May 15Y) Thank you, Lauren Norris -Heflin Senior Environmental Scientist Office:919.866.4943 1 Cell:919.607.1723 From: Bailey, David E CIV USARMY CESAW (USA) <David.E.Bailey2@usace.army.mil> Sent: Wednesday, March 11, 2020 4:54 PM To: Lauren Norris -Heflin <Lauren.Norris-Heflin@timmons.com>; Rob. Bailey@ mattamycorp.com Cc: Goss, Stephanie <stephanie.goss@ncdenr.gov> Subject: Request for Additional Information -Magnolia Walk, 1520 New Bethel Church Rd., Garner, Wake County; SAW- 2019-00524 No Thank you for your PCN and attached information, dated 2/14/2020, for the above referenced project. I have reviewed the information and need clarification before proceeding with verifying the use of Nationwide Permit (NWP) 29 (http://saw-reg.usace.army.mil/NWP2017/2017NWP29.pdf [saw-reg.usace.army. mill). Please submit the requested information below (via e-mail is fine) within 30 days of receipt of this Notification, otherwise we may deny verification of the use of the Nationwide Permit or consider your application withdrawn and close the file: 1) Please provide profile views of all proposed crossings of wetlands and streams, including roads, greenways, and utilities. These profiles should show any culvert, utility, rip rap pad, and existing stream bed/wetland surface. Please let me know if you have any questions. Sincerely, Dave Bailey David E. Bailey, PWS Regulatory Project Manager US Army Corps of Engineers CE-SAW-RG-R 3331 Heritage Trade Drive, Suite 105 Wake Forest, North Carolina 27587 Phone: (919) 554-4884, Ext. 30. Fax: (919) 562-0421 Email: David.E.Bailey2@usace.army.mil We would appreciate your feedback on how we are performing our duties. Our automated Customer Service Survey is located at: http://corpsmapu.usace.army.mil/cm apex/f?p=136:4:0 fcorpsmapu.usace.army.mill Thank you for taking the time to visit this site and complete the survey. \ \ 129tBf` ` SCALE 1 "=50' 0 50' 100' 265 260 255 250 INV. 245 240 PROPOSED GRADE PROPOSED ENDWALL TOP: 256.00' RCP PROPOSED 18 inch ENDWALL \ TOP: 254.00' OUT:247.15' 119 LF INV. OUT: � @ .84% EXISTING GRADE 8 inch PVC N NN NN N -0+50 0+00 1+00 CULVERT 1 PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 5 265 260 255 250 246.15' 245 240 2+00 PROFILE SCALE 0 �o ^ E N U Z " ~ t 3 ti 'y 3 W U K ry a Cw Q Z _ u U N J Z 0 w 0 0 w w _ Z g 0 4 > DATE 04/06/2020 DRAWN BY 331 • DESIGNED BY • 331 • CHECKED BY JFC • • SCALE AS SHOWN • • • �o D as s; p�s z m o; DC ° = o U W _c� Q ._ $$ Q Q 3 u�J J Z y O o O U U E€ z u< �3�ali z Qz LLJ Js a � �a U O F 12 S� «E EP Ff N0. m 41300 � o SHEET NO. n e EX €o 265 260 255 250 245 240 PROPOSED GRADE ROPOSED NDWALL OP: 256.00' 1 EXISTING GRADE 119 LF 42" RCP @ 0.84% co�O CO NN N NN CO 265 260 255 250 245 240 -0+50 0+00 1+00 1+50 CULVERT 1 ENDWALL INLET PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 265 260 255 250 245 240 PROPOSED GRADE -PROPOSED END�/1/ TOP 254.54.00' EXISTING �-GRADE 119 LF 42" RCP @ 0.84% M c� co NN NN 265 260 255 250 245 240 CULVERT 1 ENDWALL OUTLET PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 �o UE ~ 3 ¢ v 3 a 2 m Z W 5 Ql 3 QJ X a K m LL Z o i a H F a � u In In z 0 0 w a Z Q Q O DATE 0410612020 DRAWN BY 331 DESIGNED BY 331 • • CHECKED BY JFC • • • SCALE AS SHOWN • • as o, cF s� =s O � 0 oC ° _ o� U < W Lu " !� z Bs a5 Q°� J00 U) 0 °°�T� w U E«£ v a li zaW� C < G (3 J = 6 =� (7 U F v O 2 g4� o $ E oa $S 0 50 S DB ND PROFILE SCALE 41300 SHEET ND. EX u �a I1' , F raq-1-ij D 0 w SCALE 1 "=30' 0 30' 60' 265 260 255 250 INV 245 PROPOSED GRADE PROPOSED ENDWALL PROPOSED TOP:256.00' EN WALL TOP: 255.30' EXISTING OUT: 249.25' 39CP LF GRADE 48" R @ 1.7g% INV. OUT: 248.55' I O N op NN CD 265 260 255 250 245 -0+50 0+00 1+00 1+50 CULVERT 2 PROFILE HORIZ SCALE: 1"=50' VERT SCALE: 1 "=5 0 PROFILE SCALE •• • d =1 z O f f s a 0 DATE 0410612020 DRAWN BY 331 DESIGNED BY 331 CHECKED BY JFC AS SHOWN S.: o, cF 1r-I m W s" U $5 z U)2 O g U E2 a w0 C, > J �` D U F� ]OB NO. 41300 EX 265 PROPOSED ENDWALL 260 TOP: 256.00' I PROPOSED GRAD 255 250 39ILF 48" RCP @ 1.79% 245 240 EXISTING GRADE 265 260 255 250 245 240 -0+50 0+00 1+00 1+50 CULVERT 2 ENDWALL INLET PROFILE HORIZ SCALE: 1"=50' t VERT SCALE: 1 "=5 x L ✓7 265 260 255 250 245 240 I PROPOSED ENDWALL TOP: 255.30' PROPOSED GRADE EXISTING GRADE 39 LF 48" RCP @ 1.79% ao Nm a Lf ) N N 265 260 255 250 245 240 -0+50 0+00 1+00 1+50 CULVERT 2 ENDWALL OUTLET PROFILE HORIZ SCALE: 1 "=50' VERT SCALE: 1 "=5 0 �o UE ~ � 3 ¢ v 3 a 2 m ZWQJ 5 3 X a K m LL � Z O i a H F a � u In In z 0 0 0 w a Z O ut �y Q O DATE 0410612020 DRAWN BY 331 DESIGNED BY 331 • • CHECKED BY JFC • • • SCALE • AS SHOWN • • • as o, cF s� =s O � 0 °_� <<uLu W " a z Bs a5 K Q°� U) v�0 w w o u g Ems£ , v a li ZaW0 C < G a Ja u 7 U Fv O 2 g4� o $ E oa $S 0 50 S DB ND PROFILE SCALE 41300 S HEET EX �a